刘凯
Personal information
Highest Degree:Doctoral degree
Professional Title:Professor
Academic Honor:
2024 Selected candidates of the National High level Youth Talent Program
Journal Paper
- [1]A novel multifunctional apparatus for testing unsaturated soils,Acta Geotechnica,2021-11-01.
- [2]Nonlinear model for the stress-strain-strength behaviour of unsaturated granular materials,International Journal of Geomechanics,2021-04-01.
- [3]Analysis of mobilized stress ratio of gap graded granular materials in direct shear state considering coarse fraction effect,Acta Geotechnica,2021-01-01.
- [4]Effect of initial density, particle shape, and confining stress on the critical state behavior of weathered gap-graded granular soils,Journal of Geotechnical and Geoenvironmental Engineering,2020-11-01.
- [5]Partially drained cyclic behaviour of granular fill material in triaxial condition,Soil Dynamics and Earthquake Engineering,2020-09-01.
- [6]The stress-strain behaviour and critical state parameters of an unsaturated granular fill material under different suctions,Acta Geotechnica,2020-05-01.
- [7]Hydro-mechanical double-yield-surface model for unsaturated sand and clay,Chinese Journal of Geotechnical Engineering,2020-01-01.
- [8]Crushing and flooding effects on one-dimensional time-dependent behaviors of a granular soil,International Journal of Geomechanics,2019-11-01.
- [9]An elasto-plastic model of unsaturated soil with an explicit degree of saturation-dependent CSL,Engineering Geology,2019-10-01.
- [10]Numerical modelling of effects of different multipropped excavation depths on adjacent single piles: comparison between floating and end-bearing pile responses,European Journal of Environmental and Civil Engineering,2019-07-01.
